• Title/Summary/Keyword: 조인트 설계

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A Convergence Study through Durability Analysis due to the Shaft Length of Automotive Constant Velocity Joint (자동차 등속 조인트 샤프트 길이에 따른 내구성 해석을 통한 융합연구)

  • Choi, Gye-Gwang;Cho, Jae-Ung
    • Journal of the Korea Convergence Society
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    • v.9 no.8
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    • pp.179-184
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    • 2018
  • The driving methods of car are front wheel drive, rear wheel drive and four wheel drive. At driving methods, constant velocity joint is the most important part at carrying out two functions for converting to the direction which the driver wants and transferring the power to wheels. At driving on the road, the impact can be applied to the parts transmitting power according to the state of road surface. In this study, each models of three constant velocity joints whose shaft length are different respectively were modelled with CATIA and the structural and fatigue analyses were carried out by using ANSYS. This study result is thought to be the useful material at designing the constant velocity joint with the durability against impact. And it is possible to be grafted onto the convergence technique at the design of constant velocity joint and show the esthetic sense.

A Study on Failure Strength of the Hybrid Composite Joint (복합재 하이브리드 조인트의 파손강도에 관한 연구)

  • Lee, Young-Hwan;Park, Jae-Hyun;Ahn, Jeoung-Hee;Choi, Jin-Ho;Kweon, Jin-Hwe
    • Composites Research
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    • v.22 no.2
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    • pp.7-13
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    • 2009
  • With the wide application of fiber-reinforced composite material in aero-structures and mechanical parts, the design of composite joint have become a very important research area because they are often the weakest areas in composite structures. In this paper, the failure strengths of the hybrid composite joints which were composed of a combination of an adhesive joint and a mechanical joint were evaluated and predicted. The 10 hybrid joint specimens which have different w/d, e/d and adherend thickness were manufactured and tested. The damage zone theory and the failure area index method were used for the failure prediction of the adhesive joint and the mechanical joint, respectively and the hybrid joints were assumed to be failures if either of the two failure criteria was satisfied. From the results of experiments and analyses, the failure strengths of the hybrid joints could be predicted to within 25.5%.

Modeling and Vibration Analysis of Vehicle Structures Using Equivalent Beam Stiffness for Joint (조인트 등가빔을 이용한 저진동 차체 모델링 및 해석기법)

  • 임홍재;김윤영;이상범;송명의
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1995.04a
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    • pp.40-44
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    • 1995
  • 본 논문에서는 결합부의 강성도를 나타내기 위해 그동안 사용되어 오던 기존의 스프링 모델을 사용하는 대신 등가빔 조인트 모델을 차체의 유한요소모델에 적용하여 보았으며 차체의 기본 진동 모드 해석을 통해 그 타당성을 검증하여 보았다. 특히 본 연구를 통해 차체 설계시 특정 결합부 강성도를 효율적으로 결정할 수 있는 방법의 개발이 가능해졌으며 그 방법의 개발을 위해 현재 계속 연구가 진행되고 있음을 밝힌다.

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Strength Design of Driveshafts for Passenger Cars (승용차용 구동축의 강도설계)

  • Jeong, Chang-Hyun;Jung, Do-Hyun;Bae, Won-Rak;Kim, Jin-Yong;Im, Jong-Soon
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.3
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    • pp.114-123
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    • 2007
  • We are going to propose equations for stable static and endurance strength design of driveshafts. It is very important to decide the contact normal stress of internal components of CV joints. We can estimate the strength, torque capacity, endurance life of CV joints from contact normal stress by presented equation in this paper. Besides it can be shown the equation for shaft design.

A Study on Behavior of Post-integrated Abutment Bridge When Abutment and Bridge Decks are Jammed (교대 협착 발생 시 무조인트화 교량의 거동 분석 연구)

  • Park, Yang Heum;Nam, Moon S.;Jang, Il Young
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.3
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    • pp.31-35
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    • 2021
  • The expansion joints installed on the bridge for the accommodation of expansion and contraction of the supper structure are essential members of the bridge. However, the expansion joints are deteriorated over time and the waterproof function weakens, causing rainwater to penetrate and deteriorate the structure. In order to solve the traffic congestion caused by frequent replacement of the old expansion joints along with the deterioration of the structure, a post-integrated abutment bridge in which the existing expansion joints are removed and replaced with reinforced concrete link connection has been applied to highway bridges since 2016. After the post-integrated abutment method was applied, it was partially applied to bridges in which the superstructure and abutment were jammed. In this study, the causes of problems that may occur when the post-integrated abutment method is applied to the jammed bridge were analyzed numerically. It was analyzed that damage occurred in the link connection part. Based on the results of this study, the application condition for the post-integrated abutment method is reinforced as it is not possible to apply the post-integrated abutment method to bridges are already jammed.

Behavior and Design of Terminal Joint Width between Post-Tensioned Concrete Pavement and Jointed Concrete Pavement under Temperature Changes (온도변화에 따른 PTCP와 JCP 접속부 줄눈 폭 변화와 설계 방안)

  • Kim, Dong-Ho;Lee, Bong-Hak;Kim, Seong-Min;Park, Seong-Tae
    • International Journal of Highway Engineering
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    • v.13 no.1
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    • pp.223-228
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    • 2011
  • The initial joint width design of the terminal joint between post-tensioned concrete pavement (PTCP) and jointed concrete pavement (JCP) was studied in this research. The joint width between PTCP and JCP directly affects noise and ride quality. If the initial joint width is very large, noise increases and ride quality decreases. If the initial joint width is very small, on the other hand, under high temperatures, PTCP slabs can blow up, or failures near the joint can occur due to excessive compressive stresses. The terminal joint width behavior between PTCP and JCP near Jumunjin at Donghae expressway under temperature changes was measured in August and November 2010 and the data was analyzed. From this study, the design methodology of the optimal initial terminal joint width was proposed.

Fatigue Fracture Assessment of Honeycomb Composite Side-Wall Panel Joint for the KTX Tilting Car Body (틸팅차량용 KTX 차체의 하니컴복합재 측벽판 체결부의 피로파괴평가)

  • Jeong, Dal-Woo;Kim, Jung-Seok;Choi, Nak-Sam
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.1
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    • pp.55-60
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    • 2010
  • The honeycomb composite joint structure designed for application to a tilting KTX railroad car body is subjected to bending loads of a cantilever type. Honeycomb sandwich composite panel-joint attached in the real tilting car body was fabricated and sectioned as several beam-joint specimens for the bending test. The fracture behaviors of these specimens under static loads were different from those under cyclic loads. Static bending loads caused shear deformation and fracture in the honeycomb core region, while fatigue cyclic bend loading caused delamination along the interface between the composite skin and the honeycomb core, and/or caused a fracture in the welded part jointed with the steel under-frame. These fracture behaviors could occur in other industrial honeycomb composite joints with similar sub-structures, and be used for improving design parameters of a honeycomb composite joint structure.

A Study on Strength of the Machined Composite Key Joint (기계 가공된 복합재료 키 조인트의 강도 연구)

  • Jeong, Kang-Woo;Park, Yong-Bin;Choi, Jin-Ho;Kweon, Jin-Hwe
    • Composites Research
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    • v.25 no.2
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    • pp.40-45
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    • 2012
  • The comparison of the numerical results with those measured by the experiment showed good agreement. The design of composite joint which is the weakest part in the composite structures has become a very important research area since the composite materials are widely used in the aircraft and machine structure. In this paper, the new composite key joints that minimize the fiber discontinuity and strength degradation of adherend were proposed and their failure loads were evaluated. The failure index and damage area method were used for the failure prediction of the composite key joint. From the tests, the failure load of the composite key joint was 93% larger than that of a mechanical joint and the key joint whose slot depth and edge length were 0.88mm and 20mm had the largest failure load. Also, the analytic failure modes by the failure index and damage area were compared with experimental failure modes.

Optimal design of the co-cured aluminum/composite double lap joint (탄소섬유/에폭시 복합재료-알루미늄 양면겹치기 동시경화 조인트의 최적설계)

  • Park Sang Wook;Kim Hak Sung;Lee Dai Gil
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2004.10a
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    • pp.78-82
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    • 2004
  • The co-cured joint has been widely used in joining process of composite structures due to its simple and easy manufacturing process. In this paper, the effect of stacking sequence of the carbon epoxy prepreg, bonding length and thickness of the aluminum plate on the static tensile load capability of the co-cured aluminum-composite double lap joint were experimentally investigated. From experimental results, the optimum EA ratios with respect to stacking sequence and bonding length of the co-cured joint were obtained, which may be useful for the joining of hybrid structures.

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